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dc.contributor.authorRobert Ettema
dc.contributor.authorWilfrid A. Nixon
dc.date.accessioned2017-05-08T21:14:09Z
dc.date.available2017-05-08T21:14:09Z
dc.date.copyrightDecember 2005
dc.date.issued2005
dc.identifier.other%28asce%290887-381x%282005%2919%3A4%28103%29.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/43771
dc.description.abstractPresented herein are ice-tank data concerning ice-rubble loads against a moored conical platform. Of prime interest is how rubble-ice loads are influenced by horizontal stiffness of the platform’s mooring system. An important, and heretofore undocumented, feature of rubble loading and clearing around the platform is the accumulation of ice rubble as a false bow, or prow, at the platform’s leading perimeter. The ice-tank data show that, under certain conditions of ice-rubble loading, the lowest stiffness of mooring tested resulted in prow instability and sloughing, which in turn lead to a cyclic pattern of loading, and to rubble congestion around the platform. An outcome of such rubble congestion was a marked increase in the overall rubble-ice load exerted against the platform.
dc.publisherAmerican Society of Civil Engineers
dc.titleIce Tank Tests on Ice Rubble Loads Against a Cable-Moored Conical Platform
dc.typeJournal Paper
dc.journal.volume19
dc.journal.issue4
dc.journal.titleJournal of Cold Regions Engineering
dc.identifier.doi10.1061/(ASCE)0887-381X(2005)19:4(103)
dc.treeJournal of Cold Regions Engineering:;2005:;Volume ( 019 ):;issue: 004
dc.contenttypeFulltext


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